Sinopsis
The presence of disturbances such as bends, contraction, expansion, junction, bridge piers in a drainage system is very common. These hydraulic structures often cause the channel flow to choke and form standing waves. The challenges for this numerical model lie in representing supercritical transition and capturing shocks. The model testing demonstrates the ability of this numerical model to reproduce the speed and height of flow with the presence of hydraulic structure under different flow conditions. The numerical model results are compared quantitatively with experimental results that conducted in UTM laboratory, published numerical simulation and analytical solution. The results demonstrate that the numerical model provides an alternative tool in validating theoretical finding and evaluating flow performance. The present model is not suitable for any surface flow that has steep gradients and this study is limited to rectangular channel only.
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Reseña del editor
The presence of disturbances such as bends, contraction, expansion, junction, bridge piers in a drainage system is very common. These hydraulic structures often cause the channel flow to choke and form standing waves. The challenges for this numerical model lie in representing supercritical transition and capturing shocks. The model testing demonstrates the ability of this numerical model to reproduce the speed and height of flow with the presence of hydraulic structure under different flow conditions. The numerical model results are compared quantitatively with experimental results that conducted in UTM laboratory, published numerical simulation and analytical solution. The results demonstrate that the numerical model provides an alternative tool in validating theoretical finding and evaluating flow performance. The present model is not suitable for any surface flow that has steep gradients and this study is limited to rectangular channel only.
Biografía del autor
Bachelor of Civil Engineering from University Technology Malaysia (UTM) in year 1999-2003, and obtained Master by research in year 2006. In year 2011 become professional engineer in civil and currently active in consultation field.
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Numerical Simulation of Water Flow In Open Channel
Publicado por
LAP LAMBERT Academic Publishing Mai 2017, 2017
ISBN 10: 3330090596
ISBN 13: 9783330090590
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Librería: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Alemania
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Taschenbuch. Condición: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -The presence of disturbances such as bends, contraction, expansion, junction, bridge piers in a drainage system is very common. These hydraulic structures often cause the channel flow to choke and form standing waves. The challenges for this numerical model lie in representing supercritical transition and capturing shocks. The model testing demonstrates the ability of this numerical model to reproduce the speed and height of flow with the presence of hydraulic structure under different flow conditions. The numerical model results are compared quantitatively with experimental results that conducted in UTM laboratory, published numerical simulation and analytical solution. The results demonstrate that the numerical model provides an alternative tool in validating theoretical finding and evaluating flow performance. The present model is not suitable for any surface flow that has steep gradients and this study is limited to rectangular channel only. 200 pp. Englisch. Nº de ref. del artículo: 9783330090590
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Numerical Simulation of Water Flow In Open Channel
Publicado por
LAP LAMBERT Academic Publishing, 2017
ISBN 10: 3330090596
ISBN 13: 9783330090590
Nuevo
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Librería: moluna, Greven, Alemania
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Condición: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Boon Chong NgBachelor of Civil Engineering from University Technology Malaysia (UTM) in year 1999-2003, and obtained Master by research in year 2006. In year 2011 become professional engineer in civil and currently active in consulta. Nº de ref. del artículo: 151237529
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Numerical Simulation of Water Flow In Open Channel
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LAP LAMBERT Academic Publishing, 2017
ISBN 10: 3330090596
ISBN 13: 9783330090590
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Paperback. Condición: Brand New. 200 pages. 8.66x5.91x0.46 inches. In Stock. Nº de ref. del artículo: 3330090596
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Numerical Simulation of Water Flow In Open Channel
Publicado por
LAP LAMBERT Academic Publishing Mai 2017, 2017
ISBN 10: 3330090596
ISBN 13: 9783330090590
Nuevo
Taschenbuch
Librería: buchversandmimpf2000, Emtmannsberg, BAYE, Alemania
Calificación del vendedor: 5 de 5 estrellas
Taschenbuch. Condición: Neu. This item is printed on demand - Print on Demand Titel. Neuware -The presence of disturbances such as bends, contraction, expansion, junction, bridge piers in a drainage system is very common. These hydraulic structures often cause the channel flow to choke and form standing waves. The challenges for this numerical model lie in representing supercritical transition and capturing shocks. The model testing demonstrates the ability of this numerical model to reproduce the speed and height of flow with the presence of hydraulic structure under different flow conditions. The numerical model results are compared quantitatively with experimental results that conducted in UTM laboratory, published numerical simulation and analytical solution. The results demonstrate that the numerical model provides an alternative tool in validating theoretical finding and evaluating flow performance. The present model is not suitable for any surface flow that has steep gradients and this study is limited to rectangular channel only.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 200 pp. Englisch. Nº de ref. del artículo: 9783330090590
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Numerical Simulation of Water Flow In Open Channel
Publicado por
LAP LAMBERT Academic Publishing, 2017
ISBN 10: 3330090596
ISBN 13: 9783330090590
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Librería: preigu, Osnabrück, Alemania
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Taschenbuch. Condición: Neu. Numerical Simulation of Water Flow In Open Channel | Ng Boon Chong | Taschenbuch | 200 S. | Englisch | 2017 | LAP LAMBERT Academic Publishing | EAN 9783330090590 | Verantwortliche Person für die EU: BoD - Books on Demand, In de Tarpen 42, 22848 Norderstedt, info[at]bod[dot]de | Anbieter: preigu Print on Demand. Nº de ref. del artículo: 109242869
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Numerical Simulation of Water Flow In Open Channel
Publicado por
LAP LAMBERT Academic Publishing, 2017
ISBN 10: 3330090596
ISBN 13: 9783330090590
Nuevo
Taschenbuch
Librería: AHA-BUCH GmbH, Einbeck, Alemania
Calificación del vendedor: 5 de 5 estrellas
Taschenbuch. Condición: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - The presence of disturbances such as bends, contraction, expansion, junction, bridge piers in a drainage system is very common. These hydraulic structures often cause the channel flow to choke and form standing waves. The challenges for this numerical model lie in representing supercritical transition and capturing shocks. The model testing demonstrates the ability of this numerical model to reproduce the speed and height of flow with the presence of hydraulic structure under different flow conditions. The numerical model results are compared quantitatively with experimental results that conducted in UTM laboratory, published numerical simulation and analytical solution. The results demonstrate that the numerical model provides an alternative tool in validating theoretical finding and evaluating flow performance. The present model is not suitable for any surface flow that has steep gradients and this study is limited to rectangular channel only. Nº de ref. del artículo: 9783330090590
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